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Logan Wash Mine Annual Report <br /> Permit No. M-1977-424 <br /> 3.4 Research Mine Manometer Monitoring <br /> The manometer installed in the Research Mine Vault is monitored and recorded on a monthly <br /> basis and on a more frequent basis in the spring months of April and May, or until the peak level <br /> begins to subside. If manometer measurements were to indicate a very high(> 36 inches)reading <br /> for more than a week's time, the water in the mine can be released and allowed to infiltrate at the <br /> Lower Bench. The manometer level rose in late May, peaked at 13.5"June 21 and began slowly <br /> receding. The last measurement of the reporting period was 11.5"on October 11`h. All manometer <br /> measurements made during the reporting period are shown in Table 4. <br /> 3.5 Evaporation Pond Leak Detection System <br /> Monitoring of the Evaporation Pond Leak Detection Vault is conducted by continuous <br /> measurement of water pressure(depth) in the vault sump using an installed pressure transducer. <br /> On-site monitoring is conducted monthly as access conditions allow. Figure 7 shows the pressure <br /> received water beginning in mid-February, 2016 and reached the automated pumping depth of <br /> approximately 1.0 feet in late July. Intermittent pumping then occurred but the sump pump <br /> system was malfunctioning so the vault was not automatically pumped out.The automated sump <br /> pump system was repaired in late November and the vault was pumped out.Over a three day <br /> period in mid-January, the water level rose to a depth of approximately 3.5 feet. The automated <br /> pump system was not triggered due to float switch failure. The sump was manually pumped out <br /> on January 251h and the float switch was replaced on February 1". Flooding of the sump since that <br /> event has not exceeded a 2-foot depth. <br /> Periodic inspections of the liner did not reveal any new open holes,cuts or cracks near the water <br /> line. <br /> 3.6 Precipitation <br /> Precipitation was monitored on the Lower Bench and at the Evaporation Pond through the use of <br /> Novalynx Corporation Model 260-2101 SK-P rain gauge instruments. The Lower Bench gauge is <br /> typically operational from April through December, depending on access to the bench. The <br /> Evaporation Pond gauge was installed for the first time in May, 2015. Each gauge measures <br /> precipitation with an automated logger that is downloaded periodically. Precipitation data <br /> collected in 2016 showed a total precipitation of 7.60 and 4.63 inches, for the Lower Bench and <br /> Evaporation Pond, respectively(see Figure 8). Both rain gauges recorded from May 121h, 2016 to <br /> November 29`'. The NWS Cooperative Network Altenburn, CO station (Coop# 050214, <br /> elevation 5,690 feet AMSL) recorded total precipitation of 8.86 inches for May through <br /> November 2016.The Evaporation Pond gauge is not equipped with a wind screen. <br /> 3.7 Daylight Bench Slope Stability Monitoring <br /> The Daylight Bench was constructed to support sealing of the Daylight Portal in 2004. Tension <br /> cracks and minor subsidence was first observed in 2009 on the small bench. The contractor Geo- <br /> Smith Engineering has continued to survey the Daylight Bench for slope movement since May, <br /> 2011 and continued through 2016 during the spring and summer, access permitting. Surveys in <br /> 2016 were conducted on May 27`', and October 12. <br /> Prior to the October, 2013 survey, no significant movement of the survey monuments was <br /> observed.The October 2013 survey noted that 2 of 6 extension stakes have shown minor to small <br /> (0.42 ft.)amounts of movement. The June 2014 survey also noted that 2 of 5 extension stakes <br /> Western Water & Land, Inc. 8 <br />